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Prethodno priopćenje
https://doi.org/10.14256/JCE.1591.2016

Investigation of GFRP strengthened RC non-slender columns under eccentric loading

Gaurang R. Vesmawala
Pradeep B. Kodag

Puni tekst: engleski, pdf (374 KB) str. 831-840 preuzimanja: 214* citiraj
APA 6th Edition
Vesmawala, G.R. i Kodag, P.B. (2017). Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar, 69 (09.), 831-840. https://doi.org/10.14256/JCE.1591.2016
MLA 8th Edition
Vesmawala, Gaurang R. i Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar, vol. 69, br. 09., 2017, str. 831-840. https://doi.org/10.14256/JCE.1591.2016. Citirano 22.09.2020.
Chicago 17th Edition
Vesmawala, Gaurang R. i Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar 69, br. 09. (2017): 831-840. https://doi.org/10.14256/JCE.1591.2016
Harvard
Vesmawala, G.R., i Kodag, P.B. (2017). 'Investigation of GFRP strengthened RC non-slender columns under eccentric loading', Građevinar, 69(09.), str. 831-840. https://doi.org/10.14256/JCE.1591.2016
Vancouver
Vesmawala GR, Kodag PB. Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar [Internet]. 2017 [pristupljeno 22.09.2020.];69(09.):831-840. https://doi.org/10.14256/JCE.1591.2016
IEEE
G.R. Vesmawala i P.B. Kodag, "Investigation of GFRP strengthened RC non-slender columns under eccentric loading", Građevinar, vol.69, br. 09., str. 831-840, 2017. [Online]. https://doi.org/10.14256/JCE.1591.2016
Puni tekst: hrvatski, pdf (347 KB) str. 831-840 preuzimanja: 387* citiraj
APA 6th Edition
Vesmawala, G.R. i Kodag, P.B. (2017). Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima. Građevinar, 69 (09.), 831-840. https://doi.org/10.14256/JCE.1591.2016
MLA 8th Edition
Vesmawala, Gaurang R. i Pradeep B. Kodag. "Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima." Građevinar, vol. 69, br. 09., 2017, str. 831-840. https://doi.org/10.14256/JCE.1591.2016. Citirano 22.09.2020.
Chicago 17th Edition
Vesmawala, Gaurang R. i Pradeep B. Kodag. "Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima." Građevinar 69, br. 09. (2017): 831-840. https://doi.org/10.14256/JCE.1591.2016
Harvard
Vesmawala, G.R., i Kodag, P.B. (2017). 'Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima', Građevinar, 69(09.), str. 831-840. https://doi.org/10.14256/JCE.1591.2016
Vancouver
Vesmawala GR, Kodag PB. Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima. Građevinar [Internet]. 2017 [pristupljeno 22.09.2020.];69(09.):831-840. https://doi.org/10.14256/JCE.1591.2016
IEEE
G.R. Vesmawala i P.B. Kodag, "Analiza ekscentrično opterećenih kratkih ab stupova ojačanih polimerom armiranim staklenim vlaknima", Građevinar, vol.69, br. 09., str. 831-840, 2017. [Online]. https://doi.org/10.14256/JCE.1591.2016

Sažetak
An experimental analysis of reinforced-concrete columns was conducted in the paper to evaluate the effectiveness of circular, rectangular and square cross sections strengthened with the glass fibre reinforced polymer (GFRP) when subjected to eccentric loading. Parameters analysed in the paper are the type of cross section and eccentricity values. It was established that, due to uniform loading, the strength increase of circular sections is greater compared to square and rectangular sections. In addition, the strength and ductility of columns increase with the fibre reinforced polymer wrapping.

Ključne riječi
ductility; eccentricity; column; glass fibre reinforced polymer (GFRP)

Hrčak ID: 188755

URI
https://hrcak.srce.hr/188755

[hrvatski]

Posjeta: 673 *